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t_ <br />1�•11:� <br />Q <br />N <br />=IC <br />N <br />O <br />E <br />02 <br />N <br />O <br />F5 1 F4 <br />12 <br />12 5 <br />1 � <br />ICI LII_I 0■ 00000Ell <br />I_I I I <br />III ICI ICI ICI � � ICI ICI <br />12 <br />5" <br />4'-0" RIDGE VENT <br />16'-0" RIDGE VENT <br />12 <br />�5 <br />T- <br />TEXTURED 21_011 <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />RIGHT ELEVATION - Al <br />SCALE: 1/4"=1' <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ Portland cement plaster shall be not less than three <br />coats when applied over metal at or wire at and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be Installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided In the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />'"'CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA/ UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />Z <br />a <br />U) zCl <br />V) 0�LU <br />w <br />•V <br />— <br />0 w <br />.129 <br />w <br />N <br />c•> <br />S <br />p :5 N <br />UI <br />< C <br />M <br />LL00 <br />LO <br />gi a d <br />B D. <br />N� <br />� vQi N <br />U) Z z <br />z <br />W Q a! � °' w <br />LY V LL a <br />u.w N yC N W <br />m <br />wwCl':F 6E <br />GJ <br />.J 4o <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />Z�U <br />0� <br />I— <br />W <br />® <br />Q) <br />J <br />W <br />Ce <br />N <br />a <br />LU <br />0 <br />E <br />p <br />a <br />O <br />V <br />W <br />y <br />a) <br />O <br />v <br />LL <br />9 a <br />W <br />a <br />Z� <br />J <br />� <br />di <br />X <br />LU <br />Q <br />E <br />F <br />$� <br />O <br />m <br />O <br />oo <br />z <br />g <br />tu-LU <br />= <br />g <br />rn <br />•--1 <br />a <br />to <br />s <br />SCALE ; AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSIQ <br />VERSION NO- 4v0 <br />SHEET NO. <br />3.1 <br />